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TOP OF EMBANKMENT E1. 99.0 <br />:99.0 <br />.n.:.,. <br />98.5 ~ FRE.EBOARD' <br />_ 1.0 FOOT <br />AMAX. WATER SURFACE El. 98.0 (25Yr-24hr) _~ <br />975 --------------- - ~ .. ... <br /> <br />~i~ <br />'~~ - <br />„., <br />~~ :~. <br />.,~. <br />I!.; <br />II , ~~ <br />;, 96.5__ <br />"~ PRJNCIPAL SPILLWAY. <br />v °GREST;° <br />i v <br />F . , <br />~ 95.5 ,, - • <br />J i <br />O <br />F_ <br />.Q <br />W <br />.J <br />W <br />94.5 . , . ~ ~. <br />~ i -- ,~~. <br />' I SEDIMENT VOLUME. <br />I <br />} 93.5 <br />- O 0.10 O, <br />I.' <br />STORAGE CAPAC <br />I i V <br />. ._ .... .. _. ..... y._ <br />~.. ~ <br />j ~ I ,, <br />i. ]~: <br />i I i .. I , L.l~l <br />I` VOLUME OF RUNOFF FROM 24 hr.10_yr storm.; <br />! ~ ~ I ,.I <br />_ ~ ii ~ ~ ~~ <br />iiii I ~,. ~i ~ f~ Iffil~+~, <br />~, , <br />,~1,. ,s~~~I <br />'Note: Elevations referenced to benchmark <br />' I set at El. 100.00 at SW corner of <br />maintenance shed. <br />~' t <br />20 ' ...0.30.. ~ ' ~ 0.40,;1 1 , 1 , <br />I <br />'I:rfl~ <br />ITY, ACRE FT .. ~ ~ ~ ~ ~~' <br />~. i ili~.ir;: <br />-_F .. <br />-~ <br />i <br />~~ II'~ <br />FIGURE 3.3. Capacity curve_for Pond..Z ~~'~'~rl'' <br />,. !.i. <br />